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e;77 . <br /> Rg n3 <br /> 0^ <br /> WELL <br /> M s/ Sample USCS DESCRIPTION CONST. <br /> t.0 <br /> Asphalt over grayd . <br /> 2 SP Sand, fine- to medium-grained, dark yellow brown, <br /> damp, loose. <br /> 4 <br /> 6 <br /> 8 S-6 OVA 0 ppm <br /> 8 ' <br /> }0 <br /> Very coarse-grained.sand. <br /> 12 18 S-11 ML Clayey silt, light olive gray, slightly damp, low <br /> plasticity, stiff. OVA = 0 ppm <br /> F_ <br /> W <br /> z 14 <br /> CL Silty clay, light olive gray, damp, medium plasticity == <br /> 16 very stiff. ' <br /> 28 5.-16 OVA = 0 ppm k = <br /> 18 <br /> SW Sand, fine- to coarse-grained, yellow gray, moist, <br /> �0 dense. <br /> 24 S-21 OVA - 0 ppm <br /> 22 <br /> 24 <br /> Medium- to coarse-grained, wet. <br /> 26 <br /> 46 S'-26 OVA - 0 ppm <br /> 28 <br /> 30 S-30 Heaving sands, no sample attempted. <br /> {section continues downward) <br /> LOG OF BQRlNG B-2/MW-2 PLATE <br /> - _ -- Former 'Texaco Service Station P-6 <br /> .a ,4pp/tadG�o ystams �En�lnesdn�GsvtvDy 941 -ast Yosemite Avenue <br /> Manteca, California <br /> PROJECT N0. 38053-1 �� <br />